메뉴 건너뛰기




Volumn 16, Issue 4, 2012, Pages 561-578

Application of wavelet transforms on characterization of inelastic displacement ratio spectra for pulse-like ground motions

Author keywords

Inelastic Displacement Ratio Spectra; Maximum Inelastic Displacement; Pulse Like Motions; Wavelet Transform and Ductility Level

Indexed keywords

DEMAND ESTIMATION; GROUND MOTIONS; INELASTIC DISPLACEMENT; INELASTIC DISPLACEMENT RATIOS; MAXIMUM INELASTIC DISPLACEMENT DEMANDS; PULSE-LIKE; SPECIAL CLASS;

EID: 84861440870     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469.2011.640739     Document Type: Article
Times cited : (38)

References (44)
  • 1
    • 0012267509 scopus 로고    scopus 로고
    • Effects of near-field ground motion on frame structures
    • Department of Civil and Environmental Engineering, Stanford University, Stanford, California
    • Alavi, B. and Krawinkler, H. [2001] "Effects of near-field ground motion on frame structures," John A. Blume Earthquake Engineering Center, Report No. 138, Department of Civil and Environmental Engineering, Stanford University, Stanford, California.
    • (2001) John A. Blume Earthquake Engineering Center, Report No. 138
    • Alavi, B.1    Krawinkler, H.2
  • 2
    • 0014651725 scopus 로고
    • A measure of earthquake intensity
    • ed. R. J. Hansen (MIT Press, Cambridge, Massachusetts
    • Arias, A. [1970] "A measure of earthquake intensity," in Seismic Design for Nuclear Power Plants, ed. R. J. Hansen (MIT Press, Cambridge, Massachusetts), pp. 438-483.
    • (1970) Seismic Design for Nuclear Power Plants , pp. 438-483
    • Arias, A.1
  • 3
    • 33645682046 scopus 로고    scopus 로고
    • Vector-valued ground motion intensity measures for probabilistic seismic demand analysis
    • Stanford University, Stanford, California
    • Baker, J. W. and Cornell, C. A. [2005] "Vector-valued ground motion intensity measures for probabilistic seismic demand analysis," John A. Blume Earthquake Engineering Center, Report No. 150, Stanford University, Stanford, California.
    • (2005) John A. Blume Earthquake Engineering Center, Report No. 150
    • Baker, J.W.1    Cornell, C.A.2
  • 4
    • 35548984349 scopus 로고    scopus 로고
    • Quantitative classification of near-fault ground motions using wavelet analysis
    • DOI 10.1785/0120060255
    • Baker, J.W. [2007] "Quantitative classification of near-fault ground motions using wavelet analysis," Bulletin of the Seismological Society of America 97, 1486-1501. (Pubitemid 350001999)
    • (2007) Bulletin of the Seismological Society of America , vol.97 , Issue.5 , pp. 1486-1501
    • Baker, J.W.1
  • 5
    • 0031425343 scopus 로고    scopus 로고
    • Non-stationary seismic response of MDOF systems by wavelet transform
    • Basu, B. and Gupta, V. K. [1997] "Non-stationary seismic response of MDOF systems by wavelet transform," Earthquake Engineering and Structural Dynamics 26, 243-1258.
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 243-1258
    • Basu, B.1    Gupta, V.K.2
  • 6
    • 0003611642 scopus 로고    scopus 로고
    • NEHRP recommended provisions for seismic regulations for new buildings and other structures
    • Building Seismic Safety Council (BSSC), Federal Emergency Management Agency (FEMA), Washington, D.C
    • Building Seismic Safety Council (BSSC) [2003] "NEHRP recommended provisions for seismic regulations for new buildings and other structures," Report FEMA-450 (Provisions), Federal Emergency Management Agency (FEMA), Washington, D.C.
    • (2003) Report FEMA-450 (Provisions)
  • 7
    • 0031005337 scopus 로고    scopus 로고
    • An approach to the measurement of the potential structural damage of earthquake ground motion
    • Cabanas, L. Benito, B., and Herraiz, M. [1997] "An approach to the measurement of the potential structural damage of earthquake ground motion," Earthquake Engineering and Structural Dynamics 26, 79-92.
    • (1997) Earthquake Engineering and Structural Dynamics , vol.26 , pp. 79-92
    • Cabanas L. Benito, B.1    Herraiz, M.2
  • 8
    • 56949090854 scopus 로고    scopus 로고
    • The effect of energy concentration of earthquake ground motions on the nonlinear response of RC structures
    • Cao, H. and Friswell, M. I. [2009] "The effect of energy concentration of earthquake ground motions on the nonlinear response of RC structures," Soil Dynamics and Earthquake Engineering 29, 292-299.
    • (2009) Soil Dynamics and Earthquake Engineering , vol.29 , pp. 292-299
    • Cao, H.1    Friswell, M.I.2
  • 9
    • 0035484941 scopus 로고    scopus 로고
    • Finite-source modeling of the 1999 Taiwan (Chi-Chi) earthquake derived from a dense strong-motion network
    • Chi, W., Dreger, D., and Kaverina, A. [2001] "Finite-source modeling of the 1999 Taiwan (Chi-Chi) earthquake derived from a dense strong-motion network," Bulletin of the Seismological Society of America 91(5), 1144-1115.
    • (2001) Bulletin of the Seismological Society of America , vol.91 , Issue.5 , pp. 1144-1115
    • Chi, W.1    Dreger, D.2    Kaverina, A.3
  • 10
    • 0034172244 scopus 로고    scopus 로고
    • Evaluation of NSP to estimate seismic deformations: SDF systems
    • Chopra, A. K. and Goel, R. K. [2000] "Evaluation of NSP to estimate seismic deformations: SDF systems," Journal of Structural Engineering 126(4), 482-490.
    • (2000) Journal of Structural Engineering , vol.126 , Issue.4 , pp. 482-490
    • Chopra, A.K.1    Goel, R.K.2
  • 12
    • 33846833772 scopus 로고    scopus 로고
    • Identification of modal parameters of a time invariant linear system by continuous wavelet transformation
    • DOI 10.1016/j.ymssp.2006.07.011, PII S0888327006001427
    • Huang, C. S. and Su, W. C. [2007] "Identification of modal parameters of a time invariant linear system by continuous wavelet transformation," Mechanical Systems and Signal Processing 21, 1642-1664. (Pubitemid 46205099)
    • (2007) Mechanical Systems and Signal Processing , vol.21 , Issue.4 , pp. 1642-1664
    • Huang, C.S.1    Su, W.C.2
  • 14
    • 0033103669 scopus 로고    scopus 로고
    • Application of wavelets to analysis and simulation of earthquake motions
    • DOI 10.1002/(SICI)1096-9845(199903)28:3<255::AID-EQE815>3.0.CO;2-C
    • Iyama, J. and Kuwamura, H. [1999] "Application of wavelet to analysis and simulation of earthquake motions," Earthquake Engineering and Structural Dynamics 28(3), 255-272. (Pubitemid 29237520)
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , Issue.3 , pp. 255-272
    • Iyama, J.1    Kuwamura, H.2
  • 15
    • 28444432335 scopus 로고    scopus 로고
    • Estimate of input energy for elasto-plastic SDOF systems during earthquakes based on discrete wavelet coefficients
    • DOI 10.1002/eqe.511
    • Iyama, J. [2005] "Estimate of input energy for elasto-plastic SDOF systems during earthquakes based on discrete wavelet coefficients," Earthquake Engineering and Structural Dynamics 34(15), 1799-1815. (Pubitemid 41724205)
    • (2005) Earthquake Engineering and Structural Dynamics , vol.34 , Issue.15 , pp. 1799-1815
    • Iyama, J.1
  • 16
    • 60349121166 scopus 로고    scopus 로고
    • Structural damage localization using wavelet-based silhouette statistics
    • Jung, U. and Koh, B. [2009] "Structural damage localization using wavelet-based silhouette statistics," Journal of Sound and Vibration 32, 590-604.
    • (2009) Journal of Sound and Vibration , vol.32 , pp. 590-604
    • Jung, U.1    Koh, B.2
  • 17
    • 84859884201 scopus 로고    scopus 로고
    • Analytic wavelet transformation-based modal parameter identification from ambient responses
    • doi: 10.1002/tal.612
    • Li, C. and Shen, J. [2010] "Analytic wavelet transformation-based modal parameter identification from ambient responses," Struct. Design Tall Spec. Build. doi: 10.1002/tal.612.
    • (2010) Struct. Design Tall Spec. Build.
    • Li, C.1    Shen, J.2
  • 18
    • 0041730168 scopus 로고    scopus 로고
    • Characterization of displacement demand for elastic and inelastic SDOF systems
    • DOI 10.1016/S0267-7261(03)00062-9
    • Luis, D., Decanini, L. D., Liberatore, L., and Mollaioli, F. [2003] "Characterization of displacement demand for elastic and inelastic SDOF systems," Soil Dynamics and Earthquake Engineering 23, 455-471. (Pubitemid 36997047)
    • (2003) Soil Dynamics and Earthquake Engineering , vol.23 , Issue.6 , pp. 455-471
    • Decanini, L.D.1    Liberatore, L.2    Mollaioli, F.3
  • 19
    • 0035450944 scopus 로고    scopus 로고
    • Near-fault ground motion effects on simple structures
    • DOI 10.1061/(ASCE)0733-9445(2001)127:9(996)
    • MacRae, G. A., Morrow, D. V., and Roeder, C. W. [2001] "Near-fault ground motion effects on simple structures," Journal of Structural Engineering 127(9), 996-1004. (Pubitemid 32819905)
    • (2001) Journal of Structural Engineering , vol.127 , Issue.9 , pp. 996-1004
    • MacRae, G.A.1    Morrow, D.V.2    Roeder, C.W.3
  • 20
    • 0027087723 scopus 로고
    • Intensity versus ground motion: A new approach using Italian data
    • DOI 10.1016/0013-7952(92)90034-V
    • Margottini, C., Molin, D., and Serva, L. [1992] "Intensity versus ground motion: A new approach using Italian data," Engineering Geology 33, 45-58. (Pubitemid 23386977)
    • (1992) Engineering Geology , vol.33 , Issue.1 , pp. 45-58
    • Margottini, C.1    Molin, D.2    Serva, L.3
  • 21
    • 0027788402 scopus 로고
    • Evaluation of site-dependent inelastic seismic design spectra
    • Miranda, E. [1993] "Evaluation of site-dependent inelastic seismic design spectra," Journal of Structural Engineering 119(5), 1319-1338. (Pubitemid 24420878)
    • (1993) Journal of Structural Engineering - ASCE , vol.119 , Issue.5 , pp. 1319-1338
    • Miranda, E.1
  • 22
    • 0034298759 scopus 로고    scopus 로고
    • Inelastic displacement ratios for structures on firm Sites
    • Miranda, E. [2000] "Inelastic displacement ratios for structures on firm Sites," Journal of the Structural Engineering 126(10), 1150-1159.
    • (2000) Journal of the Structural Engineering , vol.126 , Issue.10 , pp. 1150-1159
    • Miranda, E.1
  • 23
    • 0035450257 scopus 로고    scopus 로고
    • Estimation of inelastic deformation demands of SDOF systems
    • DOI 10.1061/(ASCE)0733-9445(2001)127:9(1005)
    • Miranda, E. [2001] "Estimation of inelastic deformation demands of SDOF systems," Journal of Structural Engineering 127(9), 1005-1012. (Pubitemid 32819906)
    • (2001) Journal of Structural Engineering , vol.127 , Issue.9 , pp. 1005-1012
    • Miranda, E.1
  • 24
    • 0036498142 scopus 로고    scopus 로고
    • Evaluation of approximate methods to estimate maximum inelastic displacement demands
    • DOI 10.1002/eqe.143
    • Miranda, E. and Jorge, R. G. [2002] "Evaluation of approximate methods to estimate maximum inelastic displacement demands," Earthquake Engineering and Structural Dynamics 31, 539-560. (Pubitemid 34143713)
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , Issue.3 , pp. 539-560
    • Miranda, E.1    Ruiz-Garca, J.2
  • 25
    • 36849062120 scopus 로고    scopus 로고
    • Influence of site effects on inelastic displacement ratios for SDOF and MDOF systems
    • DOI 10.1016/j.camwa.2007.04.005, PII S089812210700346X, Modeling Granularity
    • Mollaioli, F. and Bruno, S. [2008] "Influence of site effects on inelastic displacement ratios for SDOF and MDOF systems," Computers & Mathematics with Applications 55(2), 184-207. (Pubitemid 350235874)
    • (2008) Computers and Mathematics with Applications , vol.55 , Issue.2 , pp. 184-207
    • Mollaioli, F.1    Bruno, S.2
  • 26
    • 0019998772 scopus 로고
    • Wave propagation and sampling theory
    • Morlet, J., Arens, G., Fourgeau, I., and Giard, D. [1982] "Wave propagation and sampling theory," Geophysics 47, 203-236.
    • (1982) Geophysics , vol.47 , pp. 203-236
    • Morlet, J.1    Arens, G.2    Fourgeau, I.3    Giard, D.4
  • 27
    • 80054058333 scopus 로고    scopus 로고
    • Effectiveness of modified pushover analysis procedure for the estimation of seismic demands of buildings subjected to near-fault earthquakes having forward directivity
    • Mortezaei, A., Ronagh, H. R., Kheyroddin, M., and Ghodrati Amiri, G. [2009] "Effectiveness of modified pushover analysis procedure for the estimation of seismic demands of buildings subjected to near-fault earthquakes having forward directivity," Structural Design of Tall and Special Buildings 20, 679-699.
    • (2009) Structural Design of Tall and Special Buildings , vol.20 , pp. 679-699
    • Mortezaei, A.1    Ronagh, H.R.2    Kheyroddin, M.3    Ghodrati Amiri, G.4
  • 29
    • 11144358045 scopus 로고    scopus 로고
    • Non-linear filter, using the wavelet transform, applied to seismological records
    • DOI 10.1023/B:JOSE.0000005726.95712.ff
    • Pazos, A., Gonz'alez, M. J., and Alguacil, G. [2003] "Non-linear filter, using the wavelet transform, applied to seismological records," Journal of Seismology 7, 413-429. (Pubitemid 38453979)
    • (2003) Journal of Seismology , vol.7 , Issue.4 , pp. 413-429
    • Pazos, A.1    Gonzalez, M.J.2    Alguacil, G.3
  • 30
    • 0031815432 scopus 로고    scopus 로고
    • Three-dimensional simulation of the near-fault ground motion for the 1995 Hyogo-ken Nanbu (Kobe), Japan. Earthquake
    • Pitarka, A., Irikura, K., Iwata, T., and Sekiguchi, H. [1998] "Three-dimensional simulation of the near-fault ground motion for the 1995 Hyogo-ken Nanbu (Kobe), Japan. Earthquake," Bulletin of the Seismological Society of America 88, 428-440.
    • (1998) Bulletin of the Seismological Society of America , vol.88 , pp. 428-440
    • Pitarka, A.1    Irikura, K.2    Iwata, T.3    Sekiguchi, H.4
  • 31
    • 0000014421 scopus 로고
    • Displacement-based seismic assessment of existing reinforced concrete buildings
    • Melbourne, Australia
    • Priestley, M. J. N. [1995] "Displacement-based seismic assessment of existing reinforced concrete buildings," Proc. of 5th Pacific Conference on Earthquake Engineering,Melbourne, Australia, pp. 225-244.
    • (1995) Proc. of 5th Pacific Conference on Earthquake Engineering , pp. 225-244
    • Priestley, M.J.N.1
  • 32
    • 0001175461 scopus 로고    scopus 로고
    • Displacement-based approaches to rational limit states design of new structures
    • Keynote Address, Paris, France
    • Priestley, M. J. N. [1998] "Displacement-based approaches to rational limit states design of new structures," Keynote Address, Proc. of the 11th European Conference on Earthquake Engineering, Paris, France.
    • (1998) Proc. of the 11th European Conference on Earthquake Engineering
    • Priestley, M.J.N.1
  • 33
    • 84989045958 scopus 로고
    • Conditions that give rise to unusually large long period ground motions
    • Somerville, P. and Graves, R. [1993] "Conditions that give rise to unusually large long period ground motions," Structural Design of Tall and Special Buildings 2(3), 211-232.
    • (1993) Structural Design of Tall and Special Buildings , vol.2 , Issue.3 , pp. 211-232
    • Somerville, P.1    Graves, R.2
  • 34
    • 0033843316 scopus 로고    scopus 로고
    • High-resolution seismic reflection surveys and modeling across an area of high damage from the 1994 Northridge earthquake, Sherman Oaks, California
    • Stephenson, W. J., Williams, R. A., Odum, J. K., and Worley, D. M. [2000] "High-resolution seismic reflection surveys and modeling across an area of high damage from the 1994 Northridge earthquake," Bulletin of the Seismological Society of America 90, 643-654. (Pubitemid 30667221)
    • (2000) Bulletin of the Seismological Society of America , vol.90 , Issue.3 , pp. 643-654
    • Stephenson, W.J.1    Williams, R.A.2    Odum, J.K.3    Worley, D.M.4
  • 36
    • 58949091431 scopus 로고    scopus 로고
    • Wavelet approximation of earthquake strong ground motion-goodness of fit for a database in terms of predicting nonlinear structural response
    • Todorovska, M. I., Meidani, H., and Trifunac, M. D. [2009] "Wavelet approximation of earthquake strong ground motion-goodness of fit for a database in terms of predicting nonlinear structural response," Soil Dynamics and Earthquake Engineering 29, 742-751.
    • (2009) Soil Dynamics and Earthquake Engineering , vol.29 , pp. 742-751
    • Todorovska, M.I.1    Meidani, H.2    Trifunac, M.D.3
  • 37
    • 0001250292 scopus 로고
    • Effect of inelastic behavior on the response of simple systems to earthquake motions
    • Tokyo
    • Veletsos, A. S. and Newmark, N. M. [1960] "Effect of inelastic behavior on the response of simple systems to earthquake motions," 2nd World Conference on Earthquake Engineering, 2, Tokyo, pp. 895-912.
    • (1960) 2nd World Conference on Earthquake Engineering , vol.2 , pp. 895-912
    • Veletsos, A.S.1    Newmark, N.M.2
  • 39
    • 70349292137 scopus 로고    scopus 로고
    • Structural damage detection using residual forces based on wavelet transform
    • Yan, G., Duan, Z., Oua, J., and Stefano, A. [2010] "Structural damage detection using residual forces based on wavelet transform," Mechanical Systems and Signal Processing 24, 224-239.
    • (2010) Mechanical Systems and Signal Processing , vol.24 , pp. 224-239
    • Yan, G.1    Duan, Z.2    Oua, J.3    Stefano, A.4
  • 40
    • 77957232345 scopus 로고    scopus 로고
    • Detection of pulse-like ground motions based on continues wavelet transform
    • Yaghmaei-Sabegh, S. [2010a] "Detection of pulse-like ground motions based on continues wavelet transform," Journal of Seismology 14, 715-726.
    • (2010) Journal of Seismology , vol.14 , pp. 715-726
    • Yaghmaei-Sabegh, S.1
  • 41
    • 84886877591 scopus 로고    scopus 로고
    • Inelastic time history analysis of steel moment frames subjected to pulse-like ground motions
    • Civil-Comp Press, Stirlingshire, UK, Paper 328, doi:10.4203/ccp. 93.328
    • Yaghmaei-Sabegh, S. [2010b] "Inelastic time history analysis of steel moment frames subjected to pulse-like ground motions," Proc. of the Tenth International Conference on Computational Structures Technology. Civil-Comp Press, Stirlingshire, UK, Paper 328, doi:10.4203/ccp.93.328.
    • (2010) Proc. of the Tenth International Conference on Computational Structures Technology
    • Yaghmaei-Sabegh, S.1
  • 42
    • 33947694270 scopus 로고    scopus 로고
    • Study on input energy and momentary input energy spectra of earthquake strong motion
    • Zhefeng, L., Pusheng, S., and Xibing, H. [2006] "Study on input energy and momentary input energy spectra of earthquake strong motion," Earthquake Engineering and Engineering Vibration 26(6), 31-36.
    • (2006) Earthquake Engineering and Engineering Vibration , vol.26 , Issue.6 , pp. 31-36
    • Zhefeng, L.1    Pusheng, S.2    Xibing, H.3
  • 43
    • 0041488755 scopus 로고    scopus 로고
    • Time-frequency signal analysis of earthquake records using Mexican hat wavelets
    • Zhou, Z. and Adeli, H. [2003] "Time-frequency signal analysis of earthquake records using Mexican Hat wavelets," Computer-Aided Civil and Infrastructure Engineering 18(5), 379-389. (Pubitemid 36971726)
    • (2003) Computer-Aided Civil and Infrastructure Engineering , vol.18 , Issue.5 , pp. 379-389
    • Zhou, Z.1    Adeli, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.